Bridge Statistics for La Junta, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: LJ 1-THIRD ST.,  Location: IN LA JUNTA (Lat: 37.986000,  Lng: -103.531861),  Route carried "on" structure: City street 3RDST,  Year Built: 1931,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 2,705 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,705 (year 2024),  Features Intersected: KING ARROYO,  Facility Carried by Structure: THIRD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.56m (18.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $94,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: LJ 2-SIXTH ST.,  Location: IN LA JUNTA (Lat: 37.982722,  Lng: -103.529778),  Route carried "on" structure: City street 6THST,  Year Built: 1973,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 2,189 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,189 (year 2024),  Features Intersected: KING ARROYO,  Facility Carried by Structure: SIXTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.9m (78.4ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.51m (8.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $36,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: LJ 3-FIFTH ST.,  Location: IN LA JUNTA (Lat: 37.983917,  Lng: -103.551194),  Route carried "on" structure: City street 5THST,  Year Built: 1915,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 3,600 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,600 (year 2024),  Features Intersected: ANDERSON ARROYO,  Facility Carried by Structure: FIFTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $6,000,  Total Project Cost: $6,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: LJ 4-THIRD ST.,  Location: IN LA JUNTA (Lat: 37.985972,  Lng: -103.552194),  Route carried "on" structure: City street 3RDST,  Year Built: 1931,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 5,346 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,346 (year 2024),  Features Intersected: ANDERSON ARROYO,  Facility Carried by Structure: THIRD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,703,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,874,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: LJ5-A,  Location: IN LA JUNTA (Lat: 37.989111,  Lng: -103.552694),  Route carried "on" structure: City street PRING,  Year Built: 1988,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 132 (year 2024),  Features Intersected: ANDERSON ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $2,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: M-22-AY,  Location: LA JUNTA (Lat: 37.988333,  Lng: -103.532222),  Route carried "on" structure: State highway 109A,  Year Built: 1967,  Status: Open,  Structure Length: 44.14m (144.82ft),  Average Daily Traffic: 6,100 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,662 (year 2025),  Design Load: HS 20,  Features Intersected: RDWY, RR, ARKANSAS RVR,  Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.262,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: M-22-M,  Location: IN LAJUNTA (Lat: 37.986944,  Lng: -103.553333),  Route carried "on" structure: US 50B,  Year Built: 1961,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,300 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,463 (year 2025),  Design Load: HS 20,  Features Intersected: ANDERSON ARROYO,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 610.036,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: M-22-X,  Location: IN LA JUNTA (Lat: 37.987222,  Lng: -103.531111),  Route carried "on" structure: US 50B,  Year Built: 1961,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 4,500 (year 2005),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,760 (year 2025),  Design Load: HS 20,  Features Intersected: KING ARROYO,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 612.316,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: LJ 6-POTTER DR.,  Location: IN LA JUNTA (Lat: 37.985917,  Lng: -103.559889),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 4%,  Features Intersected: POTTER STREET,  Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 0.39m (1.28ft),  Kilometerpoint: 3.219,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

Find on map >>

Structure Number: LJ 6-POTTER DR.,  Location: IN LA JUNTA (Lat: 37.985917,  Lng: -103.559889),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 4%,  Features Intersected: POTTER STREET,  Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 0.39m (1.28ft),  Kilometerpoint: 1.609,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.1m (20.0ft)

Find on map >>

Structure Number: M-22-AY,  Location: LA JUNTA (Lat: 37.988333,  Lng: -103.532222),  Route carried "under" structure: US 50B,  Year Built: 1967,  Structure Length: 44.14m (144.82ft),  Average Daily Traffic: 4,500 (year 2005),  Truck Traffic: 11%,  Features Intersected: RDWY, RR, ARKANSAS RVR,  Facility Carried by Structure: SH 109 ML
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 612.118,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>

Structure Number: M-22-R,  Location: IN LA JUNTA (Lat: 37.985833,  Lng: -103.559444),  Route carried "under" structure: US 50B,  Year Built: 1934,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 14,800 (year 2005),  Truck Traffic: 7%,  Features Intersected: BNSF RR,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 609.386,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)